SWAT Literature Database for Peer-Reviewed Journal Articles

Title:Evolution of the SCS runoff curve number method and its application to continuous runoff simulation 
Authors:Williams, J.R., N. Kannan, X. Wang, C. Santhi and J. G. Arnold 
Journal:Journal of Hydrologic Engineering 
Volume (Issue):17(11) 
Article ID: 
URL (non-DOI journals): 
Model:APEX & SWAT 
Broad Application Category:hydrologic only 
Primary Application Category:modified runoff curve number approach 
Secondary Application Category:hydrologic assessment 
Watershed Description:4,277 km^2 Bosque River in north central Texas, U.S. and two 8-digit watersheds in New England (northeast U.S.) and Texas Gulf (south central U.S.) regions of the U.S. 
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General Comments: 
Abstract:The Natural Resources Conservation Service (NRCS) [previously Soil Conservation Service (SCS)] developed the SCS runoff curve-number (CN) method for estimating direct runoff from storm rainfall. The NRCS uses the CN method for designing structures and for evaluating their effectiveness. Structural design is usually based on a single event of a certain probability of occurrence. During the years when many floodwater-retarding watershed projects were planned and constructed (1950–1980), the CN equation was used in a continuous mode to evaluate the projects. To operate CN in a continuous mode, runoff was estimated from a daily rainfall record of approximately 30 years. For each day of recorded rainfall, the five-day antecedent rainfall was used to assign a CN1 (dry condition), CN2 (average condition), or CN3 (wet condition), and runoff was estimated with the appropriate CN. With the development of continuous hydrologic simulation models, CN was related directly to soil water content or estimated using rainfall and potential evapotranspiration (PET) to drive an index. Several methods were attempted and used with different degrees of success over a period of many years. The purpose of this study is to describe the evolution of the continuous CN method and its recent developments. Test results on the basis of the direct-link soil-moisture approach and the revised soil-moisture index method are presented for demonstration purposes. The results indicate that the revised soil moisture index method is robust and produces realistic runoff estimates over a wide range of soil properties. 
Keywords:Curve number, Shallow soil, Index, Soil moisture, CN, APEX, SWAT, Hydrology